ML20090M434

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NPDES Discharge Monitoring Rept for Pilgrim Nuclear Power Station for Feb,1992
ML20090M434
Person / Time
Site: Pilgrim
Issue date: 02/29/1992
From: Wagner E
BOSTON EDISON CO.
To:
MASSACHUSETTS, COMMONWEALTH OF
References
BECO-5.92-038, BECO-5.92-38, NUDOCS 9203240225
Download: ML20090M434 (9)
v • d • e


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BOSTON EDISON 25 tunintfee um om M

[f 84filf tie, Manathusetts 02184 V

Pt & e Nuuear Engmwng BEco 5.92-03s NPDES Program Operations Section (HCP)

Environmental Protection Agency l

P. O. Box 8127 1

Boston, MA 02114

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Massachusetts Division of Hater Pollution Control

.Lakeville Hospital Lakeville, MA 02346 p_1SCHARGE MONITORING REPORI

Dear Sirs:

Enclosed is the Discharge Monitoring Report for Pilgrim Nuclear Power Station (PNPS), NPDES Permit Number HA0003557 (federal) and Number 359 (State).

The period covered by tM s report is February 1992.

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L~J RDA/ cab /6438 Attachments:

1. Summary
2. Discharge Monitoring Report cc: U. S. Nuclear Regulatory Commission

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Document Control Desk Hashington, DC 20555 U. S. Nuclear Regulatory Commission Region I

- 475 Allendale Road King of Prussia PA 19400 Senior NRC Resident Inspector-Pilgrim Nuclear Power Station U,OIG?

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ATTACHHINT I 10 BECO LETT[R 5.92-up

SUMMARY

EILG RHLLD l%!LARG LH0!il10RLNLRLPQRJ In accordance with the federal Clean Water Act, as amended (33USC 1251 gi seg:

the "CHA"), and the Massachusetts Clean Hater Act, as amended (H.G.L.; Chap.

21, 26-53), regarding effluent limitations, monitoring requirements and other conditions set forth in the Pilgrim NPDES Permit (federal Permit Number MA0003557, and State Permit Number 359), parts I and 11, the following information is submitted for the period february 1992.

I.

DBrhusLMinLfamtultthhJnori Dhchatticloht Dhthustidenii ficallon 001 Condenser Cooling Hater 002 Thermal Backwash for Diofouling Control 003 In'. ale Screen Hash 004, 005, 006, and 007 Yard Drains (April and September) 010 Service Cooling Hater 011 Hakeup Hater and Demineralizer Haste Discharge

11. hmmaryanLNnitLgLDhthArggJtport A.

The flow at points 001 and 010 are calculated from system pump capacity and are equal to the total for all oumos in each system running at full capacity for a 24-hour period.

The flow at point 011 is measured by noting sump levels before and after discharge.

Flow at point 002 is a conservative figure obtained by calculating flow if backwashing took place for 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />.

Flow at point 003 is calculated from system pump capacity and mean operating time.

B.

The temperatures at points 001 and 002 are measured by resistance temperature detectors (RTD's).

C.

Periodically, total residual chlorine (TRC) concentration in the service cooling water (010) exceeds Permit requirements (0.50 ppm daily average TRC and 1.00 ppm daily maximum TRC) prior to mixing with any other stream, piimarily because of the number of service water pumps in operation. Chlorine injection levels are lowered as a corrective measure.

The dilution provided by the PNPS circulating water flow keeps total residual chlorine concentrations discharged to Cape Cod Bay below the NPDES Permit limit of 0.1 ppm.

D.

For stormwater outfalls 004, 005, 006 and 007 Sigma 800 SL Portable Composite Samplers are utilized.

The samplers are equipped with a " liquid level activator" that conmences the sampling when the liquid reaches a predetermined level.

This assures a sample is taken "within the first hour of the start of a significant storm event." The intake and collection assemblies of the samplers conform to U.S. EPA requirements for collecting oil and grease samples. No additional inputs to these stormwater outfalls occur downstream of the composite samplers' sampling locations.

E.

Intake traveling water screens were operated without dechlorination pumps operating on february 26 (1).

F.

The following boron and sodium nitrite discharges (ppm) occurred in february 1992 from discharge point #001. All discharges were below NPDES Permit limits prior to entering Cape Cod Bay.

Date Gallons Concentration Concentration Dhcharaed Dhthuggd Defore D11th ugg DhthArsed Baron 2/03 12,692

<0.05 (0.001 2/14 9.352 0.25 (0.001 2/28 12,692

<0.05 (0.001 Sodium Nitrite 2/03 12,692 (20,00

<0.030 2/14 9,352 35.90 0.050 2/28 12,692 49.30 0.060 G.

Sawdust was applied to seek and seal PNPS condenser leaks on february 18 (60 pounds) 19 (540 pounds), 20 (300 pounds), 21 (600 pounds) and 23 (540 pounds).

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ANO ase rasesehna erTee THE esFOnomaTsoes SummerTTfD estarms aM2 SASEO one est peouse? OF TesoEd assorwsoeJats eMastosaTrtw of sponsiot t som OgfamesmG Test essFOpensaficpe e art e ws vest svenerTTg p sNFomenavsome 3

sS Tout aCCumaTE a*so Cone #LETE o and awast Twat T>eE #f amt $sG SuspesTTesG F at st peFOnenavsom eeCLuoseG FOA ND esamm60*sedENT aser Canov s't Mas.T e 5 SEE 8 S300* aM3 u o 5 c. e. m.~, -,*,,

9,U S C Feet Test PO% st rT Y OF 41GNATURE OP INCfPAL EXECUTtvE f..,-.

ryern on ensa no e

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-w a~a a -* -' 5 -

orricEn oer AUyNo. rEn AorM-M NuM Em veAn Mo oAv COMMENT ANO EXPLANATBoM OF ANY V80LATIONS 1Refev8 Pre adJ errees*sserats Jerre)

CONTINOUS CHLORINATION OF SERVICE WATER SYSTEM MAY BC USED FOR MACR 0 INVERTEBRATE CONTROL.

FLOW RATE SHAL L BE ESTIMATED FROM FUMP CAPACITY CURVES AND OPERATIONAL HOURS.

EPA Form 3320-1 (Rev. 9-88) PreWous sc'Morrs maybe used.

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